TOP OF HARDSTANDTOP OF EXISTING SURFACE

TOP OF KERB FACE.

NOMINAL SHORELINE, REFER NOTES.

530 790 600

210

2070 PREFERRED

1540 MINIMUM

300

600 BUS STOP SIGNAGE, REFER NOTES.

1200

MIN

.FU

TURE

OR

EXIS

TING

ACCE

SS P

ATH

(WID

TH V

ARIE

S)

2070

MIN

IMUM

REQ

UIRE

DHA

RDST

AND

SIZE

MAY

VAR

Y DE

PEND

ING

ON E

XIST

ING

SITE

CON

DITI

ONS

150

WARNING TGSI'S TO BE INSTALLED ATALL STOPS, REFER NOTES.

DIRECTIONAL TGSI'S TO BE INSTALLEDAND TO EXTEND TO SHORELINE, REFERNOTES.

MANDATORY MINIMUM CONCRETEHARDSTAND BOARDING POINT AREASHOWN CROSS HATCHED, REFERNOTES.

600

125 M

IN.

TOP OF HARDSTAND TO BE FLUSH WITHTOP OF ADJACENT SURFACE.

MESH PLACED CENTRALLY.

125 M

IN.

TOP OF HARDSTANDTOP OF EXISTING SURFACE

TOP OF HARDSTAND TO BE FLUSH WITHTOP OF EXISTING SURFACE/ KERB.

ISOLATION JOINT.

ROADWAY

150

A

2070 MINIMUM

B

BARRIER KERB.

EXISTING OR FUTURE ACCESSPATHWAY LOCATION, CONFIRMON SITE.

CL

300TO SIGN FACE

150

TGSI

50mm SAND BUNDING LAYER.

50mm SAND BUNDING LAYER.

MESH PLACED CENTRALLY.

ISOLATION JOINT.

BACK OF KERB.

A

ISOLATION JOINT TO LOCALGOVERNMENT REQUIREMENTS.

B

TOP OF KERB FACE.

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - MINIMUM BOARDING POINT - WITH EXISTING KERB

ADRG 5-0011

1-

SITE LAYOUT PLAN1:50@A3

A-

SECTION A1:50@A3

B-

SECTION B1:50@A3

- JULY 2013

TOP OF HARDSTANDTOP OF EXISTING SURFACE

TOP OF KERB FACE.

NOMINAL SHORELINE, REFER NOTES.

530 790 600

210

2070 PREFERRED

1540 MINIMUM

300

600 BUS STOP SIGNAGE, REFER NOTES.

1200

MIN

.FU

TURE

OR

EXIS

TING

ACCE

SS P

ATH

(WID

TH V

ARIE

S)

2070

MIN

IMUM

REQ

UIRE

DHA

RDST

AND

SIZE

MAY

VAR

Y DE

PEND

ING

ON E

XIST

ING

SITE

CON

DITI

ONS

150

WARNING TGSI'S TO BE INSTALLED ATALL STOPS, REFER NOTES.

DIRECTIONAL TGSI'S TO BE INSTALLEDAND TO EXTEND TO SHORELINE, REFERNOTES.

MANDATORY MINIMUM CONCRETEHARDSTAND BOARDING POINT AREASHOWN CROSS HATCHED, REFERNOTES.

600

125 M

IN.

TOP OF HARDSTAND TO BE FLUSH WITHTOP OF ADJACENT SURFACE.

MESH PLACED CENTRALLY.

125 M

IN.

TOP OF HARDSTANDTOP OF EXISTING SURFACE

TOP OF HARDSTAND TO BE FLUSH WITHTOP OF EXISTING SURFACE/ KERB.

ISOLATION JOINT.

ROADWAY

150

A

2070 MINIMUM

B

BARRIER KERB.

EXISTING OR FUTURE ACCESSPATHWAY LOCATION, CONFIRMON SITE.

CL

300TO SIGN FACE

150

TGSI

50mm SAND BUNDING LAYER.

50mm SAND BUNDING LAYER.

MESH PLACED CENTRALLY.

ISOLATION JOINT.

BACK OF KERB.

A

ISOLATION JOINT TO LOCALGOVERNMENT REQUIREMENTS.

B

TOP OF KERB FACE.

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - MINIMUM BOARDING POINT - WITH EXISTING KERB

ADRG 5-0011

1-

SITE LAYOUT PLAN1:50@A3

A-

SECTION A1:50@A3

B-

SECTION B1:50@A3

- JULY 2013

TOP OF KERB FACE FOR NEW150MMHIGH KERB ALIGNED TO EDGE OFEXISTING TRAFFIC LANE.

NOMINAL SHORELINE.

530 790 600

2500 PREFERRED

1540 MINIMUM

300

600 BUS STOP SIGNAGE, REFER NOTES.

2070

MIN

IMUM

150

WARNING TGSI'S TO BE INSTALLED ATALL STOPS, REFER NOTES.

DIRECTIONAL TGSI'S TO BE INSTALLEDAND EXTEND TO SHORELINE, REFERNOTES.

MANDATORY MINIMUM CONCRETEHARDSTAND BOARDING POINT AREASHOWN CROSS HATCHED, REFERNOTES.

600

1200

MIN

.

1200 1200

FALL 1:8FALL 1:8

FALL 1:8

NOMINAL EDGE OF EXISTING TRAFFICLANE.

TOP OF EXISTING SURFACETOP OF HARDSTAND

TOP OF EXISTING SURFACETOP OF HARDSTAND

TOP OF RAISED HARDSTAND/KERB.MESH PLACED CENTRALLY.

ROADWAY

150

2070 MINIMUM

1200

1200

125 M

IN.

TOP OF RAISED HARDSTAND.MESH PLACED CENTRALLY.

125 M

IN.

150

FALL 1:8 FALL 1:8

FALL 1:8

ROAD EDGE GUIDE POST TORELEVANT AUTHORITYREQUIREMENTS (AS REQUIRED) 2000

C

D

4900

3270

CL

300TO SIGN FACE

1170

150

ISOLATION JOINT TO LOCALGOVERNMENT REQUIREMENTS.

1200

MIN

.FU

TURE

OR

EXIS

TING

ACCE

SS P

ATH

(WID

TH V

ARIE

S)

EXISTING OR FUTURE ACCESSPATHWAY LOCATION, CONFIRMON SITE.

* *

*

*

* *

*

C

DTGSI

(1520 MAX.)

(MAX. 1520) (MAX. 1520)

(MAX. 1520)

TOP OF KERB FACE.

1200

210

*

430

EXTENSION TO HARDSTAND FORSIGNAGE.

KERB EDGE DOWNTURNTO FORM BARRIER KERB.

(1520 MAX.) (1520 MAX.)

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - MINIMUM BOARDING POINT - WITHOUT EXISTING KERB

ADRG 5-0012

1-

SITE LAYOUT PLAN1:50@A3

C-

SECTION C1:50@A3

D-

SECTION D1:50@A3

- JULY 2013

TOP OF KERB FACE FOR NEW150MMHIGH KERB ALIGNED TO EDGE OFEXISTING TRAFFIC LANE.

NOMINAL SHORELINE.

530 790 600

2500 PREFERRED

1540 MINIMUM

300

600 BUS STOP SIGNAGE, REFER NOTES.

2070

MIN

IMUM

150

WARNING TGSI'S TO BE INSTALLED ATALL STOPS, REFER NOTES.

DIRECTIONAL TGSI'S TO BE INSTALLEDAND EXTEND TO SHORELINE, REFERNOTES.

MANDATORY MINIMUM CONCRETEHARDSTAND BOARDING POINT AREASHOWN CROSS HATCHED, REFERNOTES.

600

1200

MIN

.

1200 1200

FALL 1:8FALL 1:8

FALL 1:8

NOMINAL EDGE OF EXISTING TRAFFICLANE.

TOP OF EXISTING SURFACETOP OF HARDSTAND

TOP OF EXISTING SURFACETOP OF HARDSTAND

TOP OF RAISED HARDSTAND/KERB.MESH PLACED CENTRALLY.

ROADWAY

150

2070 MINIMUM

1200

1200

125 M

IN.

TOP OF RAISED HARDSTAND.MESH PLACED CENTRALLY.

125 M

IN.

150

FALL 1:8 FALL 1:8

FALL 1:8

ROAD EDGE GUIDE POST TORELEVANT AUTHORITYREQUIREMENTS (AS REQUIRED) 2000

C

D

4900

3270

CL

300TO SIGN FACE

1170

150

ISOLATION JOINT TO LOCALGOVERNMENT REQUIREMENTS.

1200

MIN

.FU

TURE

OR

EXIS

TING

ACCE

SS P

ATH

(WID

TH V

ARIE

S)

EXISTING OR FUTURE ACCESSPATHWAY LOCATION, CONFIRMON SITE.

* *

*

*

* *

*

C

DTGSI

(1520 MAX.)

(MAX. 1520) (MAX. 1520)

(MAX. 1520)

TOP OF KERB FACE.

1200

210

*

430

EXTENSION TO HARDSTAND FORSIGNAGE.

KERB EDGE DOWNTURNTO FORM BARRIER KERB.

(1520 MAX.) (1520 MAX.)

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - MINIMUM BOARDING POINT - WITHOUT EXISTING KERB

ADRG 5-0012

1-

SITE LAYOUT PLAN1:50@A3

C-

SECTION C1:50@A3

D-

SECTION D1:50@A3

- JULY 2013

TOP OF KERB FACE.

NOMINAL SHORELINE.

2760 790

1540 MIN.

300

600 WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.

600

BIN, REFER NOTES.

YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS

4300

SEAT, REFER NOTES.

25m PREFERRED 10m MINIMUM

210

4200

HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.

CL

CL

600

350

300TO SIGN FACE

DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.

SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).

2500 MIN.

350

ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).

150

HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.

2500 CL

*

*

EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE. 50

0 MIN

.

MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.

2070

MIN

IMUM

500 M

IN.

2NO. 800x1300 PWD WAITING ZONES.

*

EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.

1500

BUS ZONE SIGNREFER MUTCDPART 11

BUS ZONE SIGNREFER MUTCDPART 11

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

25m PREFERRED 10m MINIMUM

CL BUS STOP SIGN

HARDSTAND

DIRECTION OF TRAFFIC FLOW

BUS ZONE

LENGTH VARIES TO SUIT QUANTITY ANDTYPE OF BUSES USING STOP AND TYPE

OF OPERATION

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITHOUT INDENTED BUS BAY

ADRG 5-0013

1-

KEY PLAN1:500@A3

2-

SITE LAYOUT PLAN1:100@A3

- JULY 2013

TOP OF KERB FACE.

NOMINAL SHORELINE.

2760 790

1540 MIN.

300

600 WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.

600

BIN, REFER NOTES.

YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS

4300

SEAT, REFER NOTES.

25m PREFERRED 10m MINIMUM

210

4200

HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.

CL

CL

600

350

300TO SIGN FACE

DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.

SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).

2500 MIN.

350

ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).

150

HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.

2500 CL

*

*

EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE. 50

0 MIN

.

MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.

2070

MIN

IMUM

500 M

IN.

2NO. 800x1300 PWD WAITING ZONES.

*

EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.

1500

BUS ZONE SIGNREFER MUTCDPART 11

BUS ZONE SIGNREFER MUTCDPART 11

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

25m PREFERRED 10m MINIMUM

CL BUS STOP SIGN

HARDSTAND

DIRECTION OF TRAFFIC FLOW

BUS ZONE

LENGTH VARIES TO SUIT QUANTITY ANDTYPE OF BUSES USING STOP AND TYPE

OF OPERATION

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITHOUT INDENTED BUS BAY

ADRG 5-0013

1-

KEY PLAN1:500@A3

2-

SITE LAYOUT PLAN1:100@A3

- JULY 2013

TOP OF KERB FACE.

NOMINAL SHORELINE.

2760 790

1540 MIN.

300

600 WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.

600

BIN, REFER NOTES.

YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS

4300

SEAT, REFER NOTES.

25m PREFERRED 10m MINIMUM

210

4200

HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.

CL

CL

600

350

300TO SIGN FACE

DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.

SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).

2500 MIN.

350

ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).

150

HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.

2500 CL

*

*

EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE. 500 M

IN.

MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.

2070

MIN

IMUM

500 M

IN.

2NO. 800x1300 PWD WAITING ZONES.

*

EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.

1500

BUS ZONE SIGNREFER MUTCDPART 11

BUS ZONE SIGNREFER MUTCDPART 11

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

25m PREFERRED 10m MINIMUM

CL BUS STOP SIGN

HARDSTAND

DIRECTION OF TRAFFIC FLOW

BUS ZONE

LENGTH VARIES TO SUIT QUANTITY ANDTYPE OF BUSES USING STOP AND TYPE

OF OPERATION

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITHOUT INDENTED BUS BAY

ADRG 5-0013

1-

KEY PLAN1:500@A3

2-

SITE LAYOUT PLAN1:100@A3

- JULY 2013

TOP OF KERB FACE

NOMINAL SHORELINE.

300

2070

MIN

IMUM

WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.

600

BIN, REFER NOTES.

210

4200

CL

350

TO SIGN FACE

SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).

350

3000

150

HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.

BUS BAY INDENT SETOUT REFER INSERTKEY DRAWING.

YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS

DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.ACCESS PATHWAY MINIMUM 1200MM

(WIDTH VARIES).*

EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.

MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.

300

500 M

IN.

500 M

IN.

2760 790

1540 MIN.

4300

600

2500 MIN.

*

SEAT, REFER NOTES.

HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.2NO. 800x1300 PWD WAITING ZONES.

600

*

EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.

1500

BUS ZONE SIGNREFER MUTCDPART 11

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

21m MINIMUM 15m MINIMUM

CL BUS STOP SIGN

HARDSTAND

LENGTH VARIES TO SUIT QUANTITY AND TYPE OFBUSES USING STOP AND TYPE OF OPERATION

1:5 KERB1:7 KERB

DIRECTION OF TRAFFIC FLOW

3m

BUS ZONE

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITH INDENTED BUS BAY

ADRG 5-0014

1-

KEY PLAN1:500@A3

2-

SITE LAYOUT PLAN1:100@A3

- JULY 2013

TOP OF KERB FACE

NOMINAL SHORELINE.

300

2070

MIN

IMUM

WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.

600

BIN, REFER NOTES.

210

4200

CL

350

TO SIGN FACE

SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).

350

3000

150

HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.

BUS BAY INDENT SETOUT REFER INSERTKEY DRAWING.

YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS

DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.ACCESS PATHWAY MINIMUM 1200MM

(WIDTH VARIES).*

EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.

MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.

300

500 M

IN.

500 M

IN.

2760 790

1540 MIN.

4300

600

2500 MIN.

*

SEAT, REFER NOTES.

HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.2NO. 800x1300 PWD WAITING ZONES.

600

*

EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.

1500

BUS ZONE SIGNREFER MUTCDPART 11

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

21m MINIMUM 15m MINIMUM

CL BUS STOP SIGN

HARDSTAND

LENGTH VARIES TO SUIT QUANTITY AND TYPE OFBUSES USING STOP AND TYPE OF OPERATION

1:5 KERB1:7 KERB

DIRECTION OF TRAFFIC FLOW

3m

BUS ZONE

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITH INDENTED BUS BAY

ADRG 5-0014

1-

KEY PLAN1:500@A3

2-

SITE LAYOUT PLAN1:100@A3

- JULY 2013

TOP OF KERB FACE

NOMINAL SHORELINE.

300

2070

MIN

IMUM

WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.

600

BIN, REFER NOTES.

210

4200

CL

350

TO SIGN FACE

SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).

350

3000

150

HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.

BUS BAY INDENT SETOUT REFER INSERTKEY DRAWING.

YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS

DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.ACCESS PATHWAY MINIMUM 1200MM

(WIDTH VARIES).*

EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.

MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.

300

500 M

IN.

500 M

IN.

2760 790

1540 MIN.

4300

600

2500 MIN.

*

SEAT, REFER NOTES.

HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.2NO. 800x1300 PWD WAITING ZONES.

600

*

EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.

1500

BUS ZONE SIGNREFER MUTCDPART 11

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

21m MINIMUM 15m MINIMUM

CL BUS STOP SIGN

HARDSTAND

LENGTH VARIES TO SUIT QUANTITY AND TYPE OFBUSES USING STOP AND TYPE OF OPERATION

1:5 KERB1:7 KERB

DIRECTION OF TRAFFIC FLOW

3m

BUS ZONE

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITH INDENTED BUS BAY

ADRG 5-0014

1-

KEY PLAN1:500@A3

2-

SITE LAYOUT PLAN1:100@A3

- JULY 2013

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

4200

4300

930

4300

900

VARI

ES

4300

1500

1500

1200

MIN

. (W

IDTH

VAR

IES)

1200

MIN

.

2070

1200

MIN

.

1200

MIN

.

SHORELINE

TOP OF KERB FACE TOP OF KERB FACE

TOP OF KERB FACE TOP OF KERB FACE

3000

SHORELINE

SHORELINE

3500

4200

2070

2070

4750

1200 MIN.20

70

SHORELINE

5500

1200

MIN

.

2070

SHORELINE

TOP OF KERB FACE

2500

1300

500 M

IN.

500 M

IN.

500 M

IN.

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - ACCESS EXAMPLES

ADRG 5-0015

1-

CONSTRAINED SITE 1:100@A3

2-

HARDSTAND - MID/ FRONT FOOTPATH1:100@A3

3-

HARDSTAND - MID/BACK FOOTPATH1:100@A3

4-

HARDSTAND - SHARED ACCESS PATH BEHIND1:100@A3

5-

CONSTRAINED SITE 1:100@A3

- JULY 2013

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

4200

4300

930

4300

900

VARI

ES

4300

1500

1500

1200

MIN

. (W

IDTH

VAR

IES)

1200

MIN

.

2070

1200

MIN

.

1200

MIN

.

SHORELINE

TOP OF KERB FACE TOP OF KERB FACE

TOP OF KERB FACE TOP OF KERB FACE

3000

SHORELINE

SHORELINE

3500

4200

2070

2070

4750

1200 MIN.

2070

SHORELINE

5500

1200

MIN

.

2070

SHORELINE

TOP OF KERB FACE

2500

1300

500 M

IN.

500 M

IN.

500 M

IN.

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - ACCESS EXAMPLES

ADRG 5-0015

1-

CONSTRAINED SITE 1:100@A3

2-

HARDSTAND - MID/ FRONT FOOTPATH1:100@A3

3-

HARDSTAND - MID/BACK FOOTPATH1:100@A3

4-

HARDSTAND - SHARED ACCESS PATH BEHIND1:100@A3

5-

CONSTRAINED SITE 1:100@A3

- JULY 2013

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

4200

4300

930

4300

900

VARI

ES

4300

1500

1500

1200

MIN

. (W

IDTH

VAR

IES)

1200

MIN

.

2070

1200

MIN

.

1200

MIN

.

SHORELINE

TOP OF KERB FACE TOP OF KERB FACE

TOP OF KERB FACE TOP OF KERB FACE

3000

SHORELINE

SHORELINE

3500

4200

2070

2070

4750

1200 MIN.

2070

SHORELINE

5500

1200

MIN

.

2070

SHORELINE

TOP OF KERB FACE

2500

1300

500 M

IN.

500 M

IN.

500 M

IN.

PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - ACCESS EXAMPLES

ADRG 5-0015

1-

CONSTRAINED SITE 1:100@A3

2-

HARDSTAND - MID/ FRONT FOOTPATH1:100@A3

3-

HARDSTAND - MID/BACK FOOTPATH1:100@A3

4-

HARDSTAND - SHARED ACCESS PATH BEHIND1:100@A3

5-

CONSTRAINED SITE 1:100@A3

- JULY 2013

TOP OF KERB FACE.

NOMINAL SHORELINE.

300

600

SETOUT OF BUS STOP SIGNAGE, REFER NOTES.207

0 MIN

IMUM

WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.

MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.

HARDSTAND AREA - LENGTH MAY VARY

600

BIN, REFER NOTES.

YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS

8000

INTERMEDIATE SHELTER.

25m PREFFERED 10m MINIMUM

210

DIRECTIONAL TGSI'S TO BE INSTALLED AND EXTEND TO SHORELINE,REFER NOTES.

MIN.

HARDSTAND SIZE MAY VARY DEPENDING ON EXISTING SITECONDITIONS.

CL

CL

EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.

300TO SIGN FACE

LIGHT POLE (SITE SPECIFIC).

1200 MIN.12

00 M

IN.

2070 MINIMUM

EDGE OF SHELTER TO EDGE OF HARDSTAND.

350

350

2NO. 800x1300 PWD WAITING ZONES.

APPROX. 2m AREA TO BE KEPT CLEAR OF ALL INFRASTRUCTURE FORMAINTENANCE ACCESS TO LIGHTBOX/ ADVERTISING CABINET .

2500

150CL

500

ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).

*

EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.

4200

6460 790 600

1500

1540 MIN. 2500 MIN.

*

*

BUS ZONE SIGNREFER MUTCDPART 11

BUS ZONE SIGNREFER MUTCDPART 11

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.

2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.

3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.

4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).

ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS

PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.

6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.

7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.

8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.

SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS

REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).

FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS

REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK

DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.

12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).

13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.

ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER

TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.

15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.

16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.

17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.

25m PREFERRED 10m MINIMUM

CL BUS STOP SIGN

DIRECTION OF TRAFFIC FLOW

HARDSTAND& EXTENSION

BUS ZONE

LENGTH VARIES TO SUIT QUANTITY ANDTYPE OF BUSES USING STOP AND TYPE

OF OPERATION

PTIM, BUS STOP INFRASTRUCTURE CHAPTERINTERMEDIATE STOP - SITE LAYOUT - WITHOUT INDENTED BUS BAY

ADRG 5-0021

1-

KEY PLAN1:500@A3

2-

SITE LAYOUT PLAN1:100@A3

- JULY 2013

TOP OF KERB FACE.

NOMINAL SHORELINE.

300

600

SETOUT OF BUS STOP SIGNAGE, REFER NOTES.207

0 MIN

IMUM

WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.

MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.

HARDSTAND AREA - LENGTH MAY VARY

600

BIN, REFER NOTES.

YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS

8000

INTERMEDIATE SHELTER.

25m PREFFERED 10m MINIMUM

210

DIRECTIONAL TGSI'S TO BE INSTALLED AND EXTEND TO SHORELINE,REFER NOTES.

MIN.

HARDSTAND SIZE MAY VARY DEPENDING ON EXISTING SITECONDITIONS.

CL

CL

EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.

300TO SIGN FACE

LIGHT POLE (SITE SPECIFIC).

1200 MIN.

1200

MIN

.

2070 MINIMUM

EDGE OF SHELTER TO EDGE OF HARDSTAND.

350

350

2NO. 800x1300 PWD WAITING ZONES.

APPROX. 2m AREA TO BE KEPT CLEAR OF ALL INFRASTRUCTURE FORMAINTENANCE ACCESS TO LIGHTBOX/ ADVERTISING CABINET .

2500

150CL

500

ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).

*

EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.

4200

6460 790 600

1500

1540 MIN. 2500 MIN.

*

*

BUS ZONE SIGNREFER MUTCDPART 11

BUS ZONE SIGNREFER MUTCDPART 11

NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT

HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON T